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Seismic responses of high‐rise structure under multiple‐component ground motions

Author(s): (Hubei Key Lab of Road Bridge and Structure Engineering Wuhan University of Technology Wuhan Hubei China)
(Hubei Key Lab of Road Bridge and Structure Engineering Wuhan University of Technology Wuhan Hubei China)
(Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering UNSW Australia, UNSW Sydney Sydney New South Wales Australia)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 14-15, v. 32
DOI: 10.1002/tal.2048
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/tal.2048.
  • About this
    data sheet
  • Reference-ID
    10734764
  • Published on:
    03/09/2023
  • Last updated on:
    18/09/2023
 
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